Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Fang-Wen Ge"'
Publikováno v:
Mathematics, Vol 11, Iss 11, p 2535 (2023)
For plate structures, their random parameters can be regarded as a two-dimensional random field in the plane. To solve the plate theory considering a two-dimensional random field, an efficient strategy for the stochastic finite element method was ado
Externí odkaz:
https://doaj.org/article/9325eefb066044aabc468c375d4d0b51
Autor:
Cheng, Tao, Gu, Ming-Li ⁎, Xu, Wei-Qiang, Ye, Da-Wen, Zha, Ze-Yu, Fang, Wen-Ge, Mao, Li-Kai, Ning, Jing, Hu, Xing-Bang, Ding, Yong-Hui
Publikováno v:
In Heliyon 15 May 2024 10(9)
Publikováno v:
Materials; Volume 16; Issue 12; Pages: 4389
Ductility-based structural design is currently the mainstream method. In order to analyze the ductility performance of concrete columns with high-strength steel reinforcements under eccentric compression, corresponding experimental studies have been
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::212611cb4ca663014d68a83dd8c886cd
Publikováno v:
Engineering Structures. 274:115165
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de0a25b80a5b3e8b45ea11d03cabc238
https://doi.org/10.1016/j.engstruct.2022.115165
https://doi.org/10.1016/j.engstruct.2022.115165
Publikováno v:
Soil Dynamics and Earthquake Engineering. 147:106770
Seismic fragility analysis, which quantitatively describes the dynamic relationship between earthquake intensity and structural failure probability, plays an important role in the overall seismic risk assessment. An appropriate structural demand mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aca1b7512779e875b304709fb09995b1
https://doi.org/10.1016/j.soildyn.2021.106770
https://doi.org/10.1016/j.soildyn.2021.106770
Publikováno v:
Proceedings of the 6th International Symposium on Reliability Engineering and Risk Management.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8be41f4ab346f9a2c8a4a27485357bb1
https://doi.org/10.3850/978-981-11-2726-7_cprm02
https://doi.org/10.3850/978-981-11-2726-7_cprm02